Bridge Statistics for Ohio, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 22Number of bridges
- 194ft / 59.0mTotal length
- $20,497,000Total costs
- 5,341Total average daily traffic
- 537Total average daily truck traffic
- 5,730Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Ohio
- No street view available for this location
- New bridges - historical statistics
- 3Before 1900
- 11900-1909
- 21920-1929
- 11950-1959
- 41960-1969
- 21980-1989
- 51990-1999
- 22010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 61980-1989
- 21990-1999
- Bridge Condition - Deck
- 21.1%Excellent
- 10.5%Very good
- 57.9%Good
- 10.5%Fair
- Bridge Condition - Superstructure
- 21.1%Excellent
- 31.6%Very good
- 36.8%Good
- 5.3%Poor
- 5.3%Serious
- Bridge Condition - Substructure
- 15.8%Excellent
- 31.6%Good
- 26.3%Satisfactory
- 26.3%Fair
- Bridge Condition - Channel
- 13.6%Excellent
- 13.6%Very good
- 9.1%Good
- 31.8%Satisfactory
- 22.7%Fair
- 9.1%Poor
- Bridge Condition - Culverts
- 33.3%Excellent
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 100474, Location: 7.5 MI N JCT RTS 8 & 28 (Lat: 43.291108, Lng: -74.981431), Route carried "on" structure: State highway 8, Year Built: 1969, Year Reconstructed: 1997, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 954 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 959 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.258, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,491,000, Roadway Improvement Cost: $873,000, Total Project Cost: $2,364,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100474, Location: 7.5 MI N JCT RTS 8 & 28 (Lat: 43.291108, Lng: -74.981431), Route carried "on" structure: State highway 8, Year Built: 1969, Year Reconstructed: 1997, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 954 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 959 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.258, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,491,000, Roadway Improvement Cost: $873,000, Total Project Cost: $2,364,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100475, Location: .2 MI S JCT SH 8 & SH 365 (Lat: 43.365739, Lng: -74.957828), Route carried "on" structure: State highway 8, Year Built: 1997, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 954 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 959 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST CANADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.735, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.7m (182.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,146,000, Roadway Improvement Cost: $671,000, Total Project Cost: $1,816,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100475, Location: .2 MI S JCT SH 8 & SH 365 (Lat: 43.365739, Lng: -74.957828), Route carried "on" structure: State highway 8, Year Built: 1997, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 954 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 959 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST CANADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.735, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.7m (182.7ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $1,146,000, Roadway Improvement Cost: $671,000, Total Project Cost: $1,816,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100476, Location: 5.8 MI N JCT SH 8 & SH365 (Lat: 43.395411, Lng: -74.859833), Route carried "on" structure: State highway 8, Year Built: 1997, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,361 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,369 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST CANADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.019, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,412,000, Roadway Improvement Cost: $1,413,000, Total Project Cost: $3,825,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100476, Location: 5.8 MI N JCT SH 8 & SH365 (Lat: 43.395411, Lng: -74.859833), Route carried "on" structure: State highway 8, Year Built: 1997, Status: Open, Structure Length: 9.20m (30.18ft), Average Daily Traffic: 1,361 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 1,369 (year 2040), Design Load: HS 25 or greater, Features Intersected: WEST CANADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.019, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,412,000, Roadway Improvement Cost: $1,413,000, Total Project Cost: $3,825,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 105375, Location: 1.8 MI W JCT RTS 365 & 8 (Lat: 43.360817, Lng: -74.989019), Route carried "on" structure: State highway 365, Year Built: 1951, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,277 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,332 (year 2040), Design Load: H 20, Features Intersected: FINCH POND OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.707, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $113,000, Total Project Cost: $307,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 105375, Location: 1.8 MI W JCT RTS 365 & 8 (Lat: 43.360817, Lng: -74.989019), Route carried "on" structure: State highway 365, Year Built: 1951, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,277 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,332 (year 2040), Design Load: H 20, Features Intersected: FINCH POND OUTLET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.707, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $113,000, Total Project Cost: $307,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 107985, Location: Nobelsboro (Lat: 43.437422, Lng: -74.831153), Route carried "on" structure: ServiceState lands road , Year Built: 2014, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 36 (year 2016), Average Future Daily Traffic: 50 (year 2036), Design Load: HS 20, Features Intersected: Big Brook, Facility Carried by Structure: Haskell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.114, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $120,000, Total Project Cost: $324,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 107985, Location: Nobelsboro (Lat: 43.437422, Lng: -74.831153), Route carried "on" structure: ServiceState lands road , Year Built: 2014, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 36 (year 2016), Average Future Daily Traffic: 50 (year 2036), Design Load: HS 20, Features Intersected: Big Brook, Facility Carried by Structure: Haskell Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.114, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $120,000, Total Project Cost: $324,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 108069, Location: 3.3 MI NE JCT N&S Lake Rd (Lat: 43.558286, Lng: -74.913503), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 1.25m (4.10ft), Design Load: HL 93, Features Intersected: Golden Stair Creek, Facility Carried by Structure: North Lake Rd.
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 5.358, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 108069, Location: 3.3 MI NE JCT N&S Lake Rd (Lat: 43.558286, Lng: -74.913503), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 1.25m (4.10ft), Design Load: HL 93, Features Intersected: Golden Stair Creek, Facility Carried by Structure: North Lake Rd.
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 5.358, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 80.4 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 220467, Location: 1.0 MI NE GRAY (Lat: 43.272972, Lng: -74.928867), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 35 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 49 (year 2037), Features Intersected: MILL CREEK, Facility Carried by Structure: TEA CUP STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 22.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $70,000, Total Project Cost: $190,000 ( Estimate for 2021)
Structure Number: 220467, Location: 1.0 MI NE GRAY (Lat: 43.272972, Lng: -74.928867), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 1991, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 35 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 49 (year 2037), Features Intersected: MILL CREEK, Facility Carried by Structure: TEA CUP STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.368, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 22.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $70,000, Total Project Cost: $190,000 ( Estimate for 2021)
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Structure Number: 220468, Location: 3 MI NE OF GRAY (Lat: 43.284808, Lng: -74.900483), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 1998, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 14 (year 2036), Features Intersected: MILL CREEK, Facility Carried by Structure: AMBERG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $75,000, Total Project Cost: $203,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 220468, Location: 3 MI NE OF GRAY (Lat: 43.284808, Lng: -74.900483), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 1998, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 10 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 14 (year 2036), Features Intersected: MILL CREEK, Facility Carried by Structure: AMBERG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $75,000, Total Project Cost: $203,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 220469, Location: 2.6 MILES NE OF GRAY (Lat: 43.285908, Lng: -74.893950), Route carried "on" structure: Other road , Year Built: 1965, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 70 (year 2036), Features Intersected: MILL CREEK, Facility Carried by Structure: BILLY HAMLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $100,000, Total Project Cost: $271,000 ( Estimate for 2021)
Structure Number: 220469, Location: 2.6 MILES NE OF GRAY (Lat: 43.285908, Lng: -74.893950), Route carried "on" structure: Other road , Year Built: 1965, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 50 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 70 (year 2036), Features Intersected: MILL CREEK, Facility Carried by Structure: BILLY HAMLIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $171,000, Roadway Improvement Cost: $100,000, Total Project Cost: $271,000 ( Estimate for 2021)
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Structure Number: 220473, Location: 0.2 MI N OF NOBLEBORO (Lat: 43.398531, Lng: -74.861583), Route carried "on" structure: Other road , Year Built: 1900, Year Reconstructed: 1994, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 36 (year 2016), Average Future Daily Traffic: 50 (year 2036), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: HASKELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $97,000, Total Project Cost: $263,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 220473, Location: 0.2 MI N OF NOBLEBORO (Lat: 43.398531, Lng: -74.861583), Route carried "on" structure: Other road , Year Built: 1900, Year Reconstructed: 1994, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 36 (year 2016), Average Future Daily Traffic: 50 (year 2036), Design Load: HS 25 or greater, Features Intersected: MILL CREEK, Facility Carried by Structure: HASKELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $97,000, Total Project Cost: $263,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 220474, Location: E TIP OF HINCKLEY RESERVR (Lat: 43.355017, Lng: -74.998728), Route carried "on" structure: Other road , Year Built: 1895, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 232 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 325 (year 2037), Features Intersected: WEST CANADA CREEK, Facility Carried by Structure: HARVEY BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.590, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 5.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.55m (24.77ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $3,070,000, Roadway Improvement Cost: $1,798,000, Total Project Cost: $4,869,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220474, Location: E TIP OF HINCKLEY RESERVR (Lat: 43.355017, Lng: -74.998728), Route carried "on" structure: Other road , Year Built: 1895, Year Reconstructed: 1986, Status: Posted for load, Structure Length: 7.56m (24.80ft), Average Daily Traffic: 232 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 325 (year 2037), Features Intersected: WEST CANADA CREEK, Facility Carried by Structure: HARVEY BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.590, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Fair, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 7.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 5.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 7.55m (24.77ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $3,070,000, Roadway Improvement Cost: $1,798,000, Total Project Cost: $4,869,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220475, Location: 2 MI N OF NORTH WILMURT (Lat: 43.477978, Lng: -75.009428), Route carried "on" structure: Other road , Year Built: 1895, Year Reconstructed: 1991, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 14 (year 2038), Features Intersected: BLACK RIVER, Facility Carried by Structure: FARR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.539, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $134,000, Total Project Cost: $363,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 220475, Location: 2 MI N OF NORTH WILMURT (Lat: 43.477978, Lng: -75.009428), Route carried "on" structure: Other road , Year Built: 1895, Year Reconstructed: 1991, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 14 (year 2038), Features Intersected: BLACK RIVER, Facility Carried by Structure: FARR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.539, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 29.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $134,000, Total Project Cost: $363,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 220476, Location: 1 MI N OF NORTH WILMURT (Lat: 43.450553, Lng: -75.014697), Route carried "on" structure: Other road , Year Built: 1895, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 14 (year 2038), Features Intersected: TWIN LAKES STREAM, Facility Carried by Structure: FARR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.353, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2020, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $65,000, Total Project Cost: $177,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 220476, Location: 1 MI N OF NORTH WILMURT (Lat: 43.450553, Lng: -75.014697), Route carried "on" structure: Other road , Year Built: 1895, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 10 (year 2018), Average Future Daily Traffic: 14 (year 2038), Features Intersected: TWIN LAKES STREAM, Facility Carried by Structure: FARR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.353, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 25.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2020, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $65,000, Total Project Cost: $177,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 226913, Location: 1.5 M EAST WILMURT CORNER (Lat: 43.365614, Lng: -74.892625), Route carried "on" structure: Other road , Year Built: 2021, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5 (year 2019), Average Future Daily Traffic: 7 (year 2039), Design Load: HL 93, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: ATWOOD LAKE ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 226913, Location: 1.5 M EAST WILMURT CORNER (Lat: 43.365614, Lng: -74.892625), Route carried "on" structure: Other road , Year Built: 2021, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 5 (year 2019), Average Future Daily Traffic: 7 (year 2039), Design Load: HL 93, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: ATWOOD LAKE ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 226914, Location: 1.5 MI E OF WILMURT CRNR (Lat: 43.366214, Lng: -74.892556), Route carried "on" structure: Other road , Year Built: 1996, Year Reconstructed: 2021, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 5 (year 2019), Average Future Daily Traffic: 7 (year 2039), Design Load: H 20, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: ATWOOD LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.703, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $91,000, Total Project Cost: $247,000 ( Estimate for 2021)
Structure Number: 226914, Location: 1.5 MI E OF WILMURT CRNR (Lat: 43.366214, Lng: -74.892556), Route carried "on" structure: Other road , Year Built: 1996, Year Reconstructed: 2021, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 5 (year 2019), Average Future Daily Traffic: 7 (year 2039), Design Load: H 20, Features Intersected: FOUR MILE CREEK, Facility Carried by Structure: ATWOOD LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.703, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.4m (11.2ft)
Condition: Channel: Satisfactory, Culverts: Excellent, Operating Rating: 72.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $156,000, Roadway Improvement Cost: $91,000, Total Project Cost: $247,000 ( Estimate for 2021)
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Structure Number: 330792, Location: 1.1 MILES NORTH OF GRAY (Lat: 43.281083, Lng: -74.950681), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 91 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 127 (year 2039), Design Load: HS 20, Features Intersected: N BR BLACK CREEK, Facility Carried by Structure: CR4 GRAY WILMURT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $259,000, Total Project Cost: $702,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 330792, Location: 1.1 MILES NORTH OF GRAY (Lat: 43.281083, Lng: -74.950681), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 91 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 127 (year 2039), Design Load: HS 20, Features Intersected: N BR BLACK CREEK, Facility Carried by Structure: CR4 GRAY WILMURT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.963, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 37.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $259,000, Total Project Cost: $702,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 330793, Location: 2.8 MILES NORTH OF GRAY (Lat: 43.305422, Lng: -74.942994), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 91 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 127 (year 2039), Design Load: HS 20, Features Intersected: MOUNTS CREEK, Facility Carried by Structure: CR4 GRAY WILMURT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.795, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $187,000, Total Project Cost: $507,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 330793, Location: 2.8 MILES NORTH OF GRAY (Lat: 43.305422, Lng: -74.942994), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 91 (year 2019), Truck Traffic: 8%, Average Future Daily Traffic: 127 (year 2039), Design Load: HS 20, Features Intersected: MOUNTS CREEK, Facility Carried by Structure: CR4 GRAY WILMURT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.795, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $187,000, Total Project Cost: $507,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 330794, Location: 0.2 MI SW OF WILMURT (Lat: 43.373892, Lng: -74.907881), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 23 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 32 (year 2038), Design Load: HS 20, Features Intersected: FOURMILE BROOK, Facility Carried by Structure: CR69 GRAY WILMURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.739, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $222,000, Total Project Cost: $602,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330794, Location: 0.2 MI SW OF WILMURT (Lat: 43.373892, Lng: -74.907881), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 23 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 32 (year 2038), Design Load: HS 20, Features Intersected: FOURMILE BROOK, Facility Carried by Structure: CR69 GRAY WILMURT
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.739, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Poor, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $379,000, Roadway Improvement Cost: $222,000, Total Project Cost: $602,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330795, Location: .1 MILE SOUTH OF WILMURT (Lat: 43.375144, Lng: -74.905319), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 42 (year 2038), Design Load: HS 25 or greater, Features Intersected: WEST CANADA CREEK, Facility Carried by Structure: GRAY WILMURT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.868, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $336,000, Total Project Cost: $911,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 330795, Location: .1 MILE SOUTH OF WILMURT (Lat: 43.375144, Lng: -74.905319), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 30 (year 2018), Average Future Daily Traffic: 42 (year 2038), Design Load: HS 25 or greater, Features Intersected: WEST CANADA CREEK, Facility Carried by Structure: GRAY WILMURT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.868, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $574,000, Roadway Improvement Cost: $336,000, Total Project Cost: $911,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 330796, Location: 2.5 MILES SW OF OHIO (Lat: 43.291639, Lng: -75.001081), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 45 (year 2016), Average Future Daily Traffic: 63 (year 2036), Design Load: HL 93, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR73 FISHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.825, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 54.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $678,000, Roadway Improvement Cost: $397,000, Total Project Cost: $1,076,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 330796, Location: 2.5 MILES SW OF OHIO (Lat: 43.291639, Lng: -75.001081), Route carried "on" structure: County highway , Year Built: 2018, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 45 (year 2016), Average Future Daily Traffic: 63 (year 2036), Design Load: HL 93, Features Intersected: BLACK CREEK, Facility Carried by Structure: CR73 FISHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.825, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 71.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 54.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $678,000, Roadway Improvement Cost: $397,000, Total Project Cost: $1,076,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 330797, Location: 2 MILES NORTHWEST OF GREY (Lat: 43.287344, Lng: -74.965558), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 35 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 49 (year 2036), Features Intersected: MOUNTS CREEK, Facility Carried by Structure: CR112 SANTMIRE ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.250, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $44,000, Total Project Cost: $120,000 ( Estimate for 2021)
Structure Number: 330797, Location: 2 MILES NORTHWEST OF GREY (Lat: 43.287344, Lng: -74.965558), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 35 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 49 (year 2036), Features Intersected: MOUNTS CREEK, Facility Carried by Structure: CR112 SANTMIRE ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.250, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Poor, Culverts: Fair, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $76,000, Roadway Improvement Cost: $44,000, Total Project Cost: $120,000 ( Estimate for 2021)
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Structure Number: 442307, Location: S END NORTH L ATWELL NY (Lat: 43.522058, Lng: -74.947683), Route carried "on" structure: Other road , Year Built: 1964, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 51 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 71 (year 2039), Design Load: H 20, Features Intersected: Sluiceway, NORTH LAKE, Facility Carried by Structure: NORTH LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.36m (17.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $858,000, Roadway Improvement Cost: $502,000, Total Project Cost: $1,360,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 442307, Location: S END NORTH L ATWELL NY (Lat: 43.522058, Lng: -74.947683), Route carried "on" structure: Other road , Year Built: 1964, Status: Open, Structure Length: 5.36m (17.59ft), Average Daily Traffic: 51 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 71 (year 2039), Design Load: H 20, Features Intersected: Sluiceway, NORTH LAKE, Facility Carried by Structure: NORTH LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 0.9m (3.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.36m (17.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $858,000, Roadway Improvement Cost: $502,000, Total Project Cost: $1,360,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other